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    Physics-Informed Optimization for Dynamic Soil–Structure Interaction Analysis of a Pile Partially Embedded in Nonlayered Soils 

    Source: International Journal of Geomechanics:;2022:;Volume ( 023 ):;issue: 003:;page 06022043
    Author(s): Ting Bao; Xuanming Ding; Zhen Liu; Han Cao
    Publisher: ASCE
    Abstract: This study proposes a novel physics-informed optimization approach to account for nonlayered soil conditions for the dynamic soil–structure interaction analysis that is critical for structural health monitoring involving ...
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    Failure Envelope of an Underground Rectangular Pipe Gallery in Clay under Pipe–Soil Interactions 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022261-1
    Author(s): Longyong Tong; Hang Zhou; Hanlong Liu; Xuanming Ding
    Publisher: American Society of Civil Engineers
    Abstract: Urban underground comprehensive pipe galleries (referred to as UCPGs) often have large rectangular cross sections and are now widely used as underground tunnel spaces for accommodating various engineering pipelines used ...
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    Response of Inclined Loaded Pile in Layered Foundation Based on Principle of Minimum Potential Energy 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 007:;page 04022090
    Author(s): Qiang Ou; Ling Zhang; Xuanming Ding; Chenglong Wang
    Publisher: ASCE
    Abstract: To investigate the responses of inclined loaded piles in layered foundations, this paper proposes a generalized solution based on the principle of minimum potential energy. First, the energy equations for an inclined loaded ...
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    Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007:;page 04024114-1
    Author(s): Jinqiao Zhao; Qiang Ou; Xuecheng Liu; Changjie Zheng; Xuanming Ding
    Publisher: American Society of Civil Engineers
    Abstract: A series of model tests about vibroflotation were conducted to investigate soil property change on silica sand foundations, especially for earthquake-resistant behavior. First, the process of double-point vibroflotation ...
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    Shear Mechanical Behavior of Geogrid-Reinforced Calcareous Sands under Inclined Reinforcement Effects 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024355-1
    Author(s): Zhaogang Luo; Xuanming Ding; Qiang Ou; Ting Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Geogrid-reinforced calcareous sand (GRCS) is an attractive alternative to enhance the bearing capacity and stability of geotechnical structures in island and coastal areas. Understanding the geogrid–particle interaction ...
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    Field Tests on Bearing Characteristics of X-Section Pile Composite Foundation 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 002
    Author(s): Yaru Lv; Hanlong Liu; Xuanming Ding; Gangqiang Kong
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the behavior of X-section cast-in-place concrete piles (XCC pile), a series of static load tests for piled foundation are conducted on the basis of a soft soil reinforcement engineering for a sewage treatment ...
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    Wave Propagation in a Pipe Pile for Low-Strain Integrity Testing 

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Xuanming Ding; Hanlong Liu; Jinyuan Liu; Yumin Chen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical solution methodology for a tubular structure subjected to a transient point loading in low-strain integrity testing. The three-dimensional effects on the pile head and the applicability ...
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    Resistance of Inner Soil to the Horizontal Vibration of Pipe Piles 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 011
    Author(s): Xuanming Ding; Changjie Zheng; Hanlong Liu; George Kouretzis
    Publisher: American Society of Civil Engineers
    Abstract: The resistance of the soil inside a pipe-pile’s cavity to the horizontal dynamic response of the pipe pile is quantified by extending a well-established analytical model from the literature for the soil surrounding solid ...
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    Horizontal Static Impedances for OWT Monopiles Based on Timoshenko Beam Theory 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 011:;page 04023202-1
    Author(s): Guangwei Cao; Siau Chen Chian; Xuanming Ding; Lubao Luan; Changjie Zheng; Peng Zhou
    Publisher: ASCE
    Abstract: Euler beam theory is always used for soil–pile analysis; however, its use is questionable for laterally loaded large-diameter monopiles. In this paper, the solution on the static impedances of monopiles under a combination ...
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    Experimental Study on the Dynamic Evolution Characteristics of Desiccation Cracking of Fiber-Improved Fine-Grained Coral Soil 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004:;page 04025025-1
    Author(s): Huaqiang Fang; Xuanming Ding; Chunyong Jiang; Yifu Li; Hong Wang; Junyu Ren; Zheng Li
    Publisher: American Society of Civil Engineers
    Abstract: This study was aimed at exploring the dynamic evolution characteristics of desiccation cracking in fiber-improved fine-grained coral soil, with a focus on the effects of layer thickness and polyvinyl alcohol (PVA) fiber ...
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